CHP Careers. Review the closure requests for compliance with the closure requirements charts and other contract requirements. Workers may operate vehicles opposite the flow of traffic inside a closed lane only with the prior authorization of the resident engineer. Refer to Section 7-1.04, Public Safety, of the. Do not permit rocks, concrete, or other hard objects to be used for this purpose. Use the standard formula for taper length shown in the California MUTCD or in the projects traffic control plan details. Evaluate the COZEEP use criteria for complete highway closures and nighttime closures of one or more lanes on multilane highways. Acts as a resource for the resident engineer, the DTM, and the TMP manager during TMP implementation. A general time-scaled logic diagram displaying the major activities and sequence of planned activities that comply with special provision requirements. Include compensation or credit in the change order when an ordered change in the work affects the contract item for the traffic control system. These instances do not require formally approved plans. Depending on the complexity of the work or the magnitude of anticipated effects, a TMP may provide closure charts, standard special provisions for maintaining traffic, traffic control plans, andfor major projectsa separate comprehensive report. Verify the planned temporary signal system includes a backup power source and automatic transfer switches. Periodically review the portable signal system to document its maintenance. Review Sections 12-4.04, Temporary Pedestrian Access Routes, and 16-2.02, Temporary Pedestrian Facilities, of the Standard Specifications for the temporary pedestrian facilities requirements. At the preconstruction conference, discuss the traffic control plan with the contractor. Critical pieces of equipment are those necessary to complete the planned work in the closure, for which no close onsite substitutes exist, and whichif rendered inoperativewould extend the closure beyond the time allowed in the closure charts. Other closures determined on a project-specific basis. Provide the following information to the district railroad liaison agent who will forward it to the Public Utilities Commission: If construction involves structure work, send a copy of the above information to Structure Design. According to the Authorized Material List for Signing and Delineation Materials, 0.5-inch Intelplast Intelcel or similar material is authorized, and according to FHWA Work Zone Letter 85 from the FHWAs Safety Program work zone device letter archive website, this type of sign substrate is authorized for use on Type 3 barricades. Flash flooding and mudslides have closed some stretches on I- 5 and SR-58. The special bulbs used with solar signs have much narrower beams than conventional bulbs and, therefore, require greater care while being aimed. A median barrier, bridge rail, or retaining wall may block worker escape routes. For continuous construction work zone speed limit reduction, verify that advisory warning signs are posted to alert motorist of the roadway condition as specified and as shown on the standard plans. Retroreflective bands on portable delineators. Remind the contractor of Americans with Disabilities Act requirements if the traffic control system will affect pedestrian traffic and a temporary pedestrian access route is needed. California code are designated by (CA). Acting as a resource for the resident engineer, construction engineer, DTM, and TMP manager during TMP implementation and reviewing the contractors construction contingency plan. Do not allow the use of nonretroreflective portable signs during hours of darkness. Confirm that portable delineators remain upright when unattended, otherwise require the contractor to place a ballast on the delineators base. For updates on Angeles Crest Highway, call Caltrans Public and Media Affairs at (213) 897-3656, or visit https://dot.ca.gov/caltrans-near-me/district-7. Confirm compliance with the minimum legibility distances. 3. Glare conditions in rain, at night, or when facing the rising or setting sun may affect driver decisions. Initial placement of each barricade is paid for as a contract item at the time of placement. 2170. Do not pay the contractor for providing the TPAR. Follow the districts instructions for distributing news releases. Verify the proper types of flashing arrow signs are used. Below are Twitter Feeds from Caltrans District 6 and District 7 with updates. 124000 and that a designed temporary pedestrian access route (TPAR) is part of the contract plans or that the TPAR Standard Plans are appropriate for the pedestrian route affected by the work activities. Refer to Section 7-1.04, Public Safety, of the Standard Specifications, and Topic 902, Sight Distance and Clear Recovery Zone Standards, of the Highway Design Manual. Report an Issue. Materials produced offsite and delivered to a job site, such as asphalt concrete and concrete, can be delayed by events including plant breakdown, loss of trucking, or trucking delayed by traffic congestion because of accidents or by the project itself. Traffic queuesContain traffic queues completely within the advance warning signs of any closure. Notify Me. Impact attenuator vehicles are paid for as part of the contract item for the traffic control system. Reported closures to include freeway mainline, local roads, and interchange ramps. For the use of amber flashing lights and for driving and parking in a closed lane at night, refer to the, Verify all equipment is visible to traffic as required by the California Code of Regulations, Title 8 (8 CCR), Industrial Relations., Review closure layouts for visibility and effectiveness. Confirm portable signal systems comply with the requirements in Section 12-3.33, Portable Signal Systems, of the Standard Specifications. Where the prevailing speed of the approach is limited by alignment, the design speed should be equal to the prevailing speed of the approach roadway. Invoices should include the agreement number and be submitted monthly in arrears, in triplicate, within 60 calendar days of date of service. For high-visibility garment requirements refer to Section 2-106D, High-Visibility Garment, of this manual. The contract item for PCMSs, commonly bid as furnish-each or furnish-lump sum, includes all costs for placement, operation, maintenance, relocation, and removal of the signs. Verify that construction area signs are placed outside the traveled way, do not block or protrude more than 4 inches into bicycle and pedestrian routes, and comply with Americans with Disabilities Act requirements. An impact attenuator vehicle must be used for the placement and removal of temporary traffic control devices when required by the contract. Check with the COZEEP coordinator to determine location of the nearest CHP office that will be supporting your project. Reviewing the needs and control of all road users is an essential part of highway construction, utility work, maintenance operations, and the management of traffic incidents through a work zone. Temporary pavement markers will not adhere to a cold in-place recycling surface. of the lane closure unless the end of work area is 48" x 24" as appropriate, shall be placed at the end A G20-2 "END ROAD WORK" sign, with minimum size of the locations indicated for lane closure during Each flag shall be at least 16" x 16" in size with at least two flags for daytime closure. Before making a decision to approve a change order that would result in a prolonged ramp closure, weigh the results of the study with factors, such as construction costs, travel costs, delay, and safety. Verify the contractor removes or covers any construction area signs that duplicate or contradict the signs for a project within 250 feet of another project. Confirm the contractor uses the long-term temporary pavement marker for 180 days or less and the short-term temporary pavement marker for 14 days or less. The contractor bears costs and expenses for additional support from the CHP, and Caltrans deducts associated costs from monies due the contractor. The CHP sorts and subtotals the COZEEP service summary by project, including cost information. For public safety, when flaggers are not shown on the plans or specified and when ordered by the engineer, providing flaggers is change order work for which Caltrans pays 100 percent. During the preconstruction conference, discuss: https://dot.ca.gov/programs/construction/forms. Review with the contractor how flaggers will communicate with each other, with pilot cars, and with workers inside the controlled area. 18h. The design phase of a project considers accommodating pedestrians through or around the work zone. At the preconstruction conference, remind the contractor to maintain an inventory of commonly required items at the job site and arrange for sign panels, posts, and mounting hardware or portable sign mounts to be furnished on short notice. Request a certificate of compliance for each portable changeable message sign. Do not allow the use of a damaged impact attenuator vehicle. The district railroad liaison agent should report to the Public Utilities Commission any proposed detours that include an at-grade railroad crossing. Use alternate methods to delineate this type of surface. Retroreflective sleeves on traffic cones. Verify that the contractor is prepared to comply with TMPs related to work performance. Closure Type All Full Only Closure Status to include: In Progress Completed Canceled No Status Time Period All Day (5 AM - 4 PM) Night (4 PM - 5 AM) Long Term Only (24 Hours+) When Status changed: Facility Carpool Mainline Connector On Ramp Off Ramp Other Supporting justification for use or nonuse of COZEEP should be documented in Category 21, Construction or Maintenance Zone Enhanced Enforcement Program, of the project files. Capital projectsif insufficient funds are available in both supplemental work funds and contingency funds, propose a fund request. Before opening a roadway to unrestricted public traffic, the final delineation must be in place on the roadway either by using long-term or short-term temporary delineation or channelizing devices. Cold storms bringing wind, rain and low-elevation snow heavy at times are forecast through early March. Use the posting of advisory speeds on warning signs to advise the public what speed is considered appropriate at specific locations, such as points of curvature or traffic diversion. The following guidelines are intended only to guide engineering judgment and ingenuity: Following are guidelines for the design of roadways carrying traffic through work zones. Caltrans contracts, procedures, and guidelines form the basis for traffic-control measures throughout its construction projects and establish a baseline for operations statewide. In Part 4, identify a Caltrans project supervisor, usually the resident engineer or an assistant resident engineer. Verify that one type of crash cushion module is used for a single grouping or array. Caltrans can enforce contractor compliance with closure pickup deadlines in two ways: Caltrans can order a contractor to pick up a closure early if traffic delays become significant because of a project incident or activities outside the project area. Show the design of the temporary roadway, including pedestrian and bicycle facilities, in the traffic control plan. Verify portable flashing beacons operate according to the specifications. Midblock worksites should not cause pedestrians to skirt the worksite or make a midblock crossing. If this equality is not possible, confirm that the design speed differential is no more than 10 mph. Confirm that the task order, which has five parts, is completely filled out. Verify the contractor maintains all traffic control devices in good working order throughout the projects life. Timely publicity can significantly improve traffic behavior on a construction project. Then install in sequence all remaining signs and devices in the opposing direction of travel. Coordinate with the district public information office to provide the public with information on planned project road closures, new road openings, traffic rerouting, and changes in traffic conditions. The Caltrans representative can suspend the contract work. Confirm the sign is placed where it is most visible to approaching motorists. Providing for exit ramp traffic within the coned-off area may be difficult. This requirement may mean closing an extra lane. 555 were here. Verify a minimum clearance of 8 feet between the array and the nearest traffic lane. Refer to Section 12-6, Temporary Pavement Delineation and Section 12-7 Temporary Pavement Delineation for Seal Coats, of the Standard Specifications for temporary signing requirements for no-passing zones. Review the contractors work plan for compliance with the requirements in Section 12-4.04, Temporary Pedestrian Access Routes, of the Standard Specifications. QuickMap Know before you go. Mobile Design for the least change in alignment, speed, or both. the lane closure unless the end of work area is obvious or A G20-2 "END ROAD WORK" sign shall be placed at the end of lane closure during hours of darkness. Verify barricade construction complies with Section 12-3.10, Barricades, of the Standard Specifications and sheet A73C, "Delineators, Channelizers, and Barricades," of the Standard Plans. Channelizers are paid for by the unit. Verify that covers placed on sign panels completely block out any messages so that the messages cannot be seen day or night. If a revision is required, the contractor should not close any lanes until the resident engineer has reviewed the contingency plan. Ask the contractor to remove nonoperating portable message signs from the job site away from traffic or protect it in accordance with Section 7-1.04 Public Safety, of the Standard Specifications. During the term of the contract, the CHP may increase or decrease the rates shown in the contract by notifying the Caltrans statewide contract managers, who will notify the district coordinators. Observe the flagging operation to verify that flaggers are using the correct procedures for directing motorists in accordance with California Code of Regulations, Title 8, Section 1599,(8 CCR 1599) Flaggers, and Chapter 6E, Flagger Control, of the California MUTCD. If the portable transverse rumble strips become out of alignment or skewed by more than 6 inches, have the contractor readjust them to the original location. This layer is updated from information provided by Caltrans Headquarters Communication Center in support of state emergency response efforts for 2022 incidents. Extend the straight section, known as the tangent portion of the closure, to better position the taper.

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